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Tender For Road Restoration Work At Ring Road Raibareli Road To Quila Chauraha Via Kanpur Road Via Rajnikhand Railway Crossing And Nabard Boundry Wall Sector-H Road In Km 3 And 4, lucknow-Uttar Pradesh

Public Works Department-PWD has published Tender For Road Restoration Work At Ring Road Raibareli Road To Quila Chauraha Via Kanpur Road Via Rajnikhand Railway Crossing And Nabard Boundry Wall Sector-H Road In Km 3 And 4. Submission Date for this Tender is 20-01-2024. Road Work Tenders in lucknow Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

41653781
Tender For Road Restoration Work At Ring Road Raibareli Road To Quila Chauraha Via Kanpur Road Via Rajnikhand Railway Crossing And Nabard Boundry Wall Sector-H Road In Km 3 And 4
Open Tender
Indian
Uttar Pradesh
lucknow
20-01-2024

Tender Details

Road Restoration Work At Ring Road Raibareli Road To Quila Chauraha Via Kanpur Road Via Rajnikhand Railway Crossing And Nabard Boundry Wall Sector-H Road In Km 3 And 4

Key Value

Document Fees
INR 944 /-
EMD
INR 210000.0 /-
Tender Value
INR 21 Lakhs /-

BOQ Items

Name of Work: Road Restoration work at Ring Road Raibareli Road to Quila Chauraha via Kanpur Road via Rajnikhand Railway Crossing and Nabard Boundry Wall Sector-H Road in Km 3 and 4
Sl. No. Item Description
1Removal of unserviceable soil including excavation, loading and disposal but excluding replacement by suitable soil which shall be paid separately as per clause 305.
2Sand Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9
3Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401
4Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
5Providing and applying primer coat with SS-2 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer @ 0.70 kg/sqm using mechanical means.
6Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor @ 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
7Providing and laying dense graded bituminous macadam with higher capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per centby weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects.
8Providing and laying bituminous concrete withhigher capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4per centof mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects
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